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| 1 | PERCOLATION WELL |
| 2 | Item No:1 Taking trial bore (Core Bore Sampling) by Callyx machine with TCT/NX bits to gather undisturbed strata samples for investigation in all types of strata, soft soil, murum, hard murum with boulders, soft rock, hard rock and quartzite, etc. The item includes all hire and running cost of Callyx machine, conveying all materials to site of work excluding conveyance of callyx machine and back sampling all over burden strata in glass jar and core samples serially numbered at site in a wooden core box, samples to be taken at 1.0 M interval and conveying to the place as directed by Engineer-in-charge. The diameter of bore in overburden shall be 100 mm and of NX size (50 mm) in other strata. The item shall also include M.S. casing pipe of 2.5 mm thick plate in overburden only and shall be 1.0 M above GL with cap over it. a)In overburden (soft soil, murum) |
| 3 | c)In weathered rock / soft rock |
| 4 | d)In hard rock other than quartzite |
| 5 | Item No:2 Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murumwithboulders inwetordryconditionforheadworksi.e.intakewell, connecting main, jack well, pump house, supply well, etc. for lift as below and lead of 150Mincludingbarricading,guardinganddisposingoffsurplusexcavatedstuff within a radius of 0.5 km. as directed, etc. complete excluding refilling.For percolation well on River site Lift 0 to 1.50 M |
| 6 | Lift 1.5 to 3.00 M |
| 7 | Lift 3 to 4.5 M |
| 8 | Lift 4.5 to 6 M |
| 9 | Item No:3 Excavationin generalinhard material comprisingofsoftrock,hardrock,Manjara rock,etc,byblasting/controlledblasting,chisellingasrequiredinwetordry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposingoffsurplusexcavatedstuffwithinaradiusof0.5km.asdirectedby Engineer-in-charge, excluding refilling. Lift 6 to 7.5 M |
| 10 | Lift 7.5 to 9 M |
| 11 | Lift 9 to 10.5 M |
| 12 | Lift 10.5 to 12 M |
| 13 | Lift 12 to 13.5 M |
| 14 | Lift 13.5 to 15 M |
| 15 | Lift 15 to 16.5 M |
| 16 | Lift 16.5 to 18 M |
| 17 | Item No:4 Providingandlayingin situ followinggradesofcementconcreteoftrap/ granite/ quartzite /gneiss metal for foundationand bedding including dewatering,form work, compaction, curing, finishing etc. complete. a) M-150 |
| 18 | Item No:5 Providing and casting in situ c.c. of trap/ granite/ quartzite/ gnesis metal of approved quality for RCC works as per detailed drawings and designs or as directed including normal dewatering,centering,form work, bally, steel propups,compaction,finishing the formed surfaceswith C.M.1:3 of sufficientminimumthicknessto give asmooth andevensurface whereevernecessaryorrougheningif specialis to be provided and curing etc. complete ( By weigh batchingand mix design for M-250 and M-300 only.Use of L&T, A.C.C.Ambuja,BirlaGold, Manikgad,Rajashree,etc. cementis permitted.)( Excluding M.S. reinforcements) RCC M-200 for water retaining structure a) For RingBeam Bottom Ring (5 to 10 m) |
| 19 | a) ForVertical Wall (5m below GL & 2.00 m above GL ) Above 2.00 m from GLFrom GL to 5m |
| 20 | From 5.00 m to 10.00 m |
| 21 | Item No:6 Providingand fixingin positionsteel bar reinforcementof variousdiametersfor RCC piles, caps, footings, foundations,slabs, beams, columns, canopies, staircase, newels,chajjas,lintels,pardies,copings,fins,arches,etc. as per detailed designs, drawingsandschedulesincludingcutting,bending,hookingthebars,bindingwith wiresor tackweldingand supportingas required,etc.complete.(includingcost of binding wire)1% of RCC Qty Lift0 to 5 m below GL |
| 22 | Lift5m to 10 m below GL |
| 23 | Item No:7 Providingstucturalsteelworkin single stanchionscomposedof RSJ, channel,etc, withcaps,bases,mildsteel plates,angles,brackets,cleats,gussetplates,anchor bolts, etc. as per detaileddesign and drawing or as directed by Engineer-in-charge includingcutting,fabrication,hoisting,erecting,fixinginposition,makingriveted/bolted/weldedconnectionsandonecoatsofanticorrosivepaintandoverittwo coats of oil painting, etc. complete. Weight of RSJ |
| 24 | Item No:7 Providingand fixing M.S. chequerredplate flooringof following thicknesssupported onM.S.angles(25x25x5 mmsize)includingwelding,cuttingandfabricatingthe plates to the requiredsquare or rounding shape,makingholes in the plate, includingprovidingandapplying3coatsofanticorrosivepaint,etc.completeasdirectedby Engineer-in-charge. 6 mm thick |
| 25 | Item No:8 Dewateringtheexcavatedtrenchesandpoolsofwaterinthe buildingtrenches/ pipeline trenches,well works by using pumps and other devices including disposing offwatertosafedistanceasdirectedbyEngineer-in-charge(includingcostof machinery, labour, fuel), etc. complete. |
| 26 | Item No:9 Providing and fixing in position C.I. dapuri steps for 22 mm dia. M.S. step with proper anchorage,etc.andprovidingandapplying3coatsofant-corrosivepaint,etc complete as directed by Engineer-incharge |
| 27 | Item No:10 Providing, and fixing 80 mm dia A.C. / P.V.C. pipe weep holes at 1.5 m.c/c staggered including costofallmaterialsandlabourinvolvedwithallleadsandlifts.etc.complete with all leads and lifts |
| 28 | Item No:11 Refillingthe trencheswith available excavatedstuff with soft material first over pipe lineandthenhardmaterialin15cmlayerswithall consolidation, surcharging etc. complete. |
| 29 | Item No:12 Carrying out recuperation/ yield test for asserting the discharge of constructed well/ excavated profile as directed by Engineer-incharge. The test is carried out by drawing down water from the well/profile below normal/ subsoil water level upto full depth rise in water level is recorded. The normal water level/ subsoil water level in the well/ profile as well as stainer/ suction level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, overhead, labourers, etc. completed as directed. Lps less than 25,000 |
| 30 | Item No:13 Taking surface bore well of 115 mm dia and 30M of depth (as per GSDA certificate) |
| 31 | SWITCH ROOM |
| 32 | Item No:1 Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift of 0 to 1.5 M |
| 33 | Item No:2 Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etccomplete. Lift of 0 to 1.5 M |
| 34 | Item No:3 Providing and laying in situ Cement concrete M-15of trap or granite or quartzite or gneiss metal for foundation and bedding includingdewatering, form work, compacting,roughening them if special finish is to be provided, finishing if required and curing etc. complete. PCC (M-150) |
| 35 | Item No:4 Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) Excluding M. S. orTor Reinforcement.RCC Footings ( M-200) |
| 36 | Item No:5 Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted ).RCCCOLUMNS ( M-200) |
| 37 | Item No:6 Providing and casting in situ C. C. of trap / granite / quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C. M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever nesessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)RCCBEAMS & lintel( M-200) |
| 38 | Item No:7 Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and desingns or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use ofL&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .).Slab & Landing steps ( M-200) |
| 39 | Item No:8 Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .) Excluding M S or Tor reinforcement. Chajja ( M-200) |
| 40 | Item No:9 Providing second class Burnt Brick masonry with conventional / Indian Standard type bricks in cement mortar of following proportion superstructure including striking out & racking out joint watering and scafolding etc complete. |
| 41 | Item No:10 Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation ,slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hookingthe bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire) .Tor Steel |
| 42 | Item No:11 Providing and laying Rough shahabad stone flooring upto 40 mm. thick and of required width in plain / diamond pattern on a bed of bed 1:6 cement mortar including cement float, striking joints, pointing in cement mortar 1:3 curing and cleaning etc. complete. |
| 43 | Item No:12 Providing internal cement plaster 12 mm. thick insingle coat in cement morter 1:5 without neeru finish toto concrete or brick surfaces,in all positions inculding scffolding and curing complete. (Bd-L-5/368) |
| 44 | Item No:13 Providing sand faced plasterexternally in cement motar using approved screened sand, in all positions including base coat of 15 mm. thick in cement mortar 1:4 using waterproofing compound at 1 Kg. per cement bag, curing the same fornot less than 2 days and keeping the surface of the base coat rough to recive the sand faced tretment 6 to8 mm. thick in cement mortar 1:4 finishingthe surface by taking out grains and curing for foureen days scaffolding etc. complete. |
| 45 | Item No:14 Provinding and applying white-wash in Two coat on old/ new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down complete.(236 Bd-P-1-A) |
| 46 | Item No:15 Provinding and applying washable oil-bound distemper of approved colour and shade to old and new surface in two coats including scaffolding preparing the surfaces (excluding the primer coat) etc.complete.(Bd-P-5/413) |
| 47 | Item No:16 Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain / obscured glass panels of approved type and quality, iron oxidised fixtures and fastenings, oil painting two coats complete. |
| 48 | Item No:17 Providing and fixingsteelframe door of angle 50X 50X 6 mm with 16mm with mild steel bar horizantally at 10 cm c/c for ventilator portionincluding iron hold fast boxes for fixing shutters including welding, finishing,painting etc complete. |
| 49 | Item No:18 Providing and fixing M.S. grill door 24 Kilogram/Square Metre of various size as per detailed drawings without hot dip coating, iron fixtures and fastenings and 3 coats of oil painting etc |
| 50 | Item No:19 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 51 | PUMPING MACHINARY |
| 52 | Item No:1 Providing, erecting and giving tests of submersible pump set confirming to IS 8034 and motor confirming to IS 9283, with water proof winding and discharge with stainless steel shaft. Mortar suitable for working on 415 V = 10% 3 phase 50 Hz A.C. supply with cable guard, thrush carbon/fible bearing to withstand entire hydraulic thrust with suitable suction strainer, pump should have suitable discharge outlet as per manufacture\"s design. Antithrust streamlined run and 2 pairs of erection clamps 80 mm width non return valve.Submersible pump 150 mm dia (with bronze impeller upto 8 stages).Provide Submersible pump capable of 11349 LPH against 63 m total head be driven by \"7.5 BHP electric motor directly coupled to it. |
| 53 | Item No:2 Providing and Fixing L.T. skeleton panel board 7.5 HP. (As per detail sheet attached) |
| 54 | Item No:3 Supplying and erecting flat flexible 3 core 2.5 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete. |
| 55 | Item No:4 Providing & erecting ISI mark G.I. pipeof followingclassanddia. including all local and central taxes, octroi, inspection charges, transportation to stores, etc.complete.100 mm dia (heavy) on well |
| 56 | Item No:5 Providing, supplying and fixing ISI mark CI D/F Reflux valve (non-return valves of following dia including all taxes (central and local), railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental store/site, unloading, stacking etc. complete. Reflux valves as per I.S. 5312 part I (1984).a) Without bypass arrangement - PN - 1 100 mm dia |
| 57 | Item No:6 Providing and fixing double flanged sluice valve confirming for IS-2096/14846 including worn gear arrangements as per test pressure stainles steel spindle, caps including all taxes transportation etc complete.a) Sluice valve - PN - 1(Without bypass). 100 mm dia |
| 58 | Item No:7 Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.). a) Sluice valve - PN - 1(Without bypass) 100 mm dia |
| 59 | Item No:8 Providing and erecting pressure gauge of required capacity complete with syphon tube, isolating cock suitable for 12mm dia GI pipe. Pressure gauge shall be installed as directed, with tapping on rising main pressure gauge(100 mm dia) |
| 60 | Item No:9 Providing earthing with galvanized iron earth plate size 60 x60 x 0.6 cm with funnel with a wire mesh for watering and brick masonry block C.l. cover complete with all materials, testing & recording the results as per specification no. EA-EP. Plate type Electrode (IS 3043).1. For panel board- 1No. |
| 61 | Item No:10 Providing and supplying ISI standard CI flanged / S& S specials Excluding GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store /site, unloading stacking etc. complete.CI D/F specials i) 80 to 300 mm dia |
| 62 | PURE WATER RISING MAIN |
| 63 | Item No:1Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipessuitable for potable water with solvent cementjoints including cost of couplers, as per ISspecification no. 4985 / 1988 excluding GSTlevied by GOI and GOM in all respect, includingtransportation, freight charges, inspectioncharges, loading, unloading, conveyance to thedepartmental stores and stacking the same inclosed shed duly protected from sun rays andrains including cost of jointing material i.e.solvent cement, etc. complete (selffit type to bejointed with cement solvent).PVC Pipes -6Kg/Sqm., 110mm |
| 64 | Item No:2 Providing and supplying ISI standard pvc specials & fittings including transportation to stores/ site,loading,unloadingchargesexcludingGSTleviedby GOI & GOM,etc. complete. |
| 65 | Item No:3 Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below.Well to ESR 100mm dia GI PIPE B Class |
| 66 | Item No:4 Providing and supplying Islmark CI D/F reflux valves (non-return valves ) of following dia including all taxes (Central and Local), railway freight, inspection charges unloding from railwaywagon,loadinginto truck, transportation upto departmentalstroes/ site, unloading, stacking etc. complete.Reflux valves as per I.S.5312 Part I (1984)Without by pass arrangement - PN -1 Dia In mm100 |
| 67 | Item No:5 Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOt & GOM in all respect etc. complete.Sluice valves PN-1 without bye-pass arrangement100 MM |
| 68 | Item No:6 Providingandsupplying Air Valvesas per IS-10845and MJP’s standard specificationsdoubleorificetypecombinedwithscrewdownisolatingvalve,small orificeelasticballrestingonagunmetalorificenipple,largeorificevulcaniteball seatingon mouldedseatring,inletfaceanddrilled,includingall taxes(Centraland local), insurance, third party inspection charges, loading, unloding, transportatoin upto departmental stores / site, etc. complete. a) Air Valve Single Ball Flanged Type - PN -1 25 m m dia |
| 69 | Item No:7 Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5Total Excavation |
| 70 | Item No:8 Excavationfor foundation/ pipe trenchesin hard murumand boulders,W.B.M. road includingremovingthe excavatedmaterialupto a distanceof 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc complete.Lift 0 to 1.5 M |
| 71 | Item No:9 Excavationfor foundation/ pipe trenchesin soft rock &old cement& lime masonary foundation,asphaIt raod includingremoving the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.Lift 0 to 1.5 M |
| 72 | Item No:10 Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. (Bd-A-5/259) Lift 0 to 1.5 M |
| 73 | Item No:11 Filling inplinth floors murum bedding intrenches with approved murum from excavatedmaterialsfromfoundation15to20cmlayersincludingwateringand compaction complete. Murum selected from excavated stuff |
| 74 | Item No:12 Lowering Laying and jointing with P.V.C pipes and specials of following class and diameter including cost of conveyance from source to site of works including cost of all labour,material,except cement solvent,rubber ring,as per IS code etc.complete (with cement solvent joint/ring fit joint). Diain mm 110 |
| 75 | Item No:13 Hydraulic testing of PVC pipe line to specified pressure includingcost of all materials and labour and water for testing for specified length including cutting, placing end cap makingarrangement forfillingsafewaterusingreciprocatingtypepumpswhich shouldbeabletoprovidespecified testpressuregaugesandothernecessary equipments,labour,operationcharges,etc. requiredfor testing.The rate underthis itemshallalsoincludecostofretesting,ifnecessaryandreinstatingtooriginal position.Working pressure 6 kg/cm2Diain mm110 |
| 76 | Item No:14 Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.Well to ESR 100mm dia GI PIPE B Class |
| 77 | Item No:15 Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour operation charges etc. required for testing, The rates under this item shall also include cost of retesting if necessary and reinstating to original postion. Well to ESR 100mm dia GI PIPE B Class |
| 78 | Item No:16 Lowering, laying, jointing in positionfollowing CI/DF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves )Reflux valve Dia In mm100Sluice valves PN-1 without bye-pass arrangement100 MM |
| 79 | Item No:17 Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete, 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee, etc. complete as per type design and as directed by Engineer -in- charge for following diameters of pipe lines (type design attached.). 25 mm dia |
| 80 | Item No:18 Refillingthetrenches withavailableexcavated stuffwithsoftmaterialfirstover pipelineandthenhardmaterialin15cmlayerswithallleadsandliftsincluding consolidation, surcharging,etc. complete. |
| 81 | Item No:19 Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum)For Road Reconstruction PCC M150 |
| 82 | Item No:20 ProvidingandconstructingB.B.masonryvalvechamberwith15cmthick1:2:4 proportionPCCbedding,excludingexcavation,B.B. masonryin C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. As above of 60x45cm internal size and depth upto 0.9 m with precast R.C.C slab and cover. |
| 83 | RCC ESR 33000 LITRES STAGING HEIGHT 8 M |
| 84 | Item No:1 Designing (aesthetically), and constructing RCC Elevated Service Item No:1 Reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for E.S.R. having capacity 500 m3 & not more than 6 m c/cfor E.S.R.having capacity above 500 m3 including excavation in all types of strata, foundation concret, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material chargesincluding lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design. providing and fixing accessories such as Stainless steel ladder inside and M.S. ladder with G.I. railingoutside, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level, M.S.Grill gate of 2 Mtrs height with locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylic emulsion with silicon additives paint to the structure including roof slab and epoxy paint to internal surface & anti-termite treatment for underground parts of the structures and giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge. |
| 85 | The design of the structure be in accordance with relevant I.S. specification (I.S. 3370 - 1965 or revised.) |
| 86 | The design shall satisfy the stipulations as per I.S. 1893 - 1984 and I.S. 13920 / 1993 for seismic force and I.S. - 11682 / 1985 for R.C.C. staging of overhead tanks. |
| 87 | For design having more than 6 columns, provision of internal bracing is obligatory.Externalbracingsisalso obligatory. |
| 88 | The entire structure shall be in M-300 mix only. |
| 89 | Plainroundmildsteelbarsgrade-I conformingtoI.S.432part-I or high yield strength deformed bars conformingtoI.S.1786orI.S.1139 shall be used, grade-II mild steel bars will not be allowed. |
| 90 | Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. |
| 91 | These rates include providing M.S. ladder for E.S.R.s upto 2 lakh litres capacity and providing spiral staircase for E.S.R. above 2 lakh litres capacity. |
| 92 | Staging shall have to be designed with stresses of M-200 concrete for ESR. Howeverall RCCconstructionshould be done in M-300. |
| 93 | Item No:10 Theseratesare includingthe costof uplift pressure if any and entire dewatering during execution. In case of waterloggingareawherewateris stretch at shallow depth, extra provision of dewatering shall be made as per site condition. |
| 94 | Item No:11 AllconditionsgivenintheMember Secretary\"sCircularNo. MJP/ TS-I/ 350 / 1668 dt. 2-8-97 and MJP / S-I / 350 / 2127 dt. 13-7-99 shall be strictly followed andadditional cost, if any, due to these conditionsis includedin the rates mentioned below. |
| 95 | Item No:12 75%partrateshallbepayablefor reinforcementconcreteand plastering items of containers of E.S.R. till satisfactoryhydraulictesting for water tightnessisgiven;andtillthatwork shall be treated as incomplete. |
| 96 | RCC ESR 33000 LITRES STAGING HEIGHT 8 M |
| 97 | Item No:2 Providing & supplying ISI standard CI double flanged pipes excluding GST levied by GOI & GOM in all respect including railway freight, insurance , unloading from railway wagon, loading into truck transport to stores, unloading etc. complete as directed by Engineer-in-charge.Inlet100 mm dia.CI.D./F pipes/outlet/overflow/washout |
| 98 | Item No:3Providing and supplying ISI standard CI flanged / S& S specials Excluding GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store /site, unloading stacking etc. complete.CI D/F specials i) 80 to 300 mm dia |
| 99 | Item No:4 Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOt & GOM in all respect etc. complete.Sluice valves PN-1 without bye-pass arrangement 100 mm dia. Sluice valve - Outlet/Distribution |
| 100 | 100 mm dia. Sluice valve - Inlet/Bypass,Washout |
| 101 | DISTRIBUTION SYSTEM LENGTH = 648 M |
| 102 | Item No:1 Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same inclosed shed duly protected from sun rays and rains including cost of jointing material i.e.solvent cement, etc. complete (self fit type to be jointed with cement solvent). 90 mm dia |
| 103 | 110 mm dia |
| 104 | 140 mm dia |
| 105 | Item No:2 Providing and supplying ISI standard PVC & GI specials and fittings including transportation to stores/site, loading, unloading charges excluding GST levied by GOI & GOM, etc. complete. special of cost of pipes |
| 106 | Item No:3 Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988. One collar should be supplied with each full length plain ended RCC pipe, cost including in rates below. One rubber ring should be supplied with each full length of socketed pipe, cost included in rates below. 200mm Dia. RCC NP III PIPES |
| 107 | Item No:4 Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOt & GOM in all respect etc. complete.Without by pass arrangement - PN-1.65 mm sluice valve |
| 108 | 80 mm sluice valve |
| 109 | 100 mm sluice valve |
| 110 | Item No:5 Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 |
| 111 | Item No:6 Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (BdA-2/259) Lift 0 to 1.5 |
| 112 | Item No:7 Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259)Lift 0 to 1.5 |
| 113 | Item No:8 Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. (Bd-A-6/259) Lift 0 to 1.5 |
| 114 | Item No:9 Lowering Laying and jointing with P.V.C pipes and specials of following class and diameter including cost of conveyance from source to site of works including cost of all labour, material, except cement solvent, rubber ring, as per IS code etc. complete (with cement solvent joint/ring fit joint)Working Pressure 4 kg/cm290 mm dia |
| 115 | 110 mm dia |
| 116 | 140 mm dia |
| 117 | Item No:10 Hydraulic testing of PVC pipe line to specified pressure including cost of allmaterials and labour and water for testing forspecified length including cutting, placing endcap making arrangement for filling safe waterusing reciprocating type pumps which shouldbe able to provide specified test pressuregauges and other necessary equipments,labour, operation charges, etc. required fortesting. The rate under this item shall alsoinclude cost of retesting, if necessary andreinstating to original position.90 mm dia |
| 118 | 110 mm dia |
| 119 | 140 mm dia |
| 120 | Item No:11 Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineerin- charge (For all class of pipes.) as per IS- 783-1985.200mm Dia. RCC NP III PIPES |
| 121 | Item No:12 Lowering, laying, jointing in positionfollowing CI/DF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete (Rates for all class of valves)65 mm sluice valve |
| 122 | 80 mm sluice valve |
| 123 | 100 mm sluice valve |
| 124 | 125 mm sluice valve |
| 125 | Item No:13 Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete. 100 mm x 225 mm (40 kg) |
| 126 | Item No:14 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 127 | Item No:15 Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum) For Road Reconstruction . PCC M150 |
| 128 | Disinfection Arrangement |
| 129 | Item No.1Providing and installing simple gravity feed disinfection arrangement with TCL powder solution on the percolation well / service reservoir including solution tankfeeding pipe, dosing arrangement all other accessories giving tgrial and test etc. completeDrip Type Chlorinator . |
| 130 | TRIAL & RUN OF SCHEME FOR SINGLE VILLAGE WITHOUT WTP |
| 131 | Item No.1Commisioning running and maintaining the scheme to quantities, rate capacity, including manning necessory personnel such as operator, valveman, etc, as pr requirements of the scheme and who should also administer chemical dose for a period of one month for individual scheme together with training of personnel spared by MJP/ Local Body and handling over the scheme to Local Body after completion of the above period as directed by Engineer - in charge For single village (1 Month) |
| 132 | GST Charges |
| 133 | Item No.1:-Provision for GST Charges |
| 134 | MSEDCL WORK |
| 135 | Item No.1:- Providing, erecting and giving test of L.T.Line with all necessary material and labour charges. MSEDCL Quotation, Connection Charges and 1.3% supervision Charges paid to MSEDCL as per estimate approved by MSEDCL Officeretc. complete. (Note:- Payment will be paid to Contractor as per MSEDCL Estimate & work done approved by Engineer in charge.) |
